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c <br />0 <br />_o <br />DRILLER: SC <br />0 <br />o Elev. Depth <br />o feet feet <br />c <br />xx <br />_ <br />0 <br />r <br />0 <br />> <br />0 <br />0 <br />c <br />E <br />1- <br />0 <br />.Q <br />0 - <br />N <br />4) <br />0 <br />888.8 <br />0.0 <br />co <br />LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2017\05491.GPJ BRAUN_V8_CURRENT.GDT 8/11/17 16:36 <br />884.8 <br />B RAU N'M <br />I NTE RTEC <br />Braun Project B1705491 <br />GEOTECHNICAL EVALUATION <br />City of Ramsey 2018-2019 Reconstruction Projects <br />Ramsey, Minnesota <br />Symbol <br />BIT <br />FILL <br />4.0 <br />S P- <br />SM <br />877.8 11.0 <br />BORING: <br />LOG OF BORING <br />ST-C 10 <br />LOCATION: N: 195282, E: 464524 See attached <br />sketch. <br />METHOD: 3 1/4" HSA, Autohammer DATE: 7/6/17 I SCALE: 1" = 4' <br />Description of Materials <br />(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) <br />5 inches of bituminous. <br />FILL: Poorly Graded Sand with Silt, fine-grained, dark — <br />brown and brown, moist. <br />BPF WL MC P200 Tests or Notes <br />% % <br />8 <br />POORLY GRADED SAND with SILT, fine-grained, <br />brown, wet, very loose to loose. <br />(Alluvium) X 4 10 12 <br />-X 7 <br />Waterbearing at 10 feet. X 10 <br />END OF BORING. <br />Water observed at 8 1/2 feet with 9 1/2 feet of <br />hollow -stem auger in the ground. <br />Boring then backfilled. <br />B1705491 Braun Intertec Corporation ST-C10 page 1 of 1 <br />